NCC233682_Site Plan or Location Map_20231213

CONSTRUCTION SCHEDULE / / I \ \ 1 \ \\ ``\\\\\\
0 I.Obtain all necessary pertain and play approvals.Erosion and Sedimnt Covaol(P.&SC)pemit and a Certificate of Coverage
1 •1 1
�4. (-,m (CDC)must be obtained before any land disimbing activities occur.Acopy of the MSC permit,the COC and a hard copy of the / / / \ \
`S?6S q0 u plea must be kept on oen Preferably inapemmirs box,end accessible during inspection.
2.Instal gravel con entrances first,then eat fences,reinforced silt fence SODDING
outlets and wattles.
'EO HILL ROAD v 3.Finish clearing and grubbing any necessary arced on the lots as they are started
EL SR ma ds 4.Begin la grading and excavation activities
5.Begin or continue with h..construction activities.
6.Finish all rough ays,wang and house conanuctioo. \ \ \ / / ) I \ \ \\ \
\
s eE�N atr o4o `9Qy J.mean driveways,walks and pales. J
>m B.Begin Sue grading of lot areas .. 00 NOT LEAVE ES AND / I I \
y0 m lss+v0 9.Plant grassing,mulching and stabilizing of lot hi most caws this will involve Me installation of sod on the lit.The silt fence will M / /
Zq,,,, SµEEZ ,Apt remain in place writ the lot is soddedon grassing is sabilized and rakes hold M�� ExoseaorwMMxa nECEs \ -
/z>PP OPK�y aeT p-81 10.The contractor shall conduct self-inspection of me erosion and...Matron control measures and complete We following \\ \ I I \
py ® `�a9 ��. combined self-inspection form fount on the DEMLR webs. e \\ \\ / / / ) \
ESQ- rtw, ittps://www.denetc.gavAbouVlivisions/energy-minerakend-land-resources/stomrwater/smrmwater-programMpdes-consmrenon-program. \ I/
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Twelve months of complete inspection forms shall be kept on site and available for inspection at an limn.It u recommended a inconaccr mane son cuirEn mail.At hll,)- tiro copy be kept in a permits box.Ref G.S.113A-54.1 through G.S.113A-57 Sections ISA NCAC 04A.0101 Mrough ISA III MATCHED OORREcnY. I
'Cq MS 'e Z M 0 Iry NCAC 04E.0604 General Permit NCG 010000 WOES for Construction Activities. / 1
'fp$Oq >2q0 /z> rya 11.Sectinspections'tar erosiona sedimentation s are to be permmmeda every en calendar days and \ \ / I / )
BOO z ®® l within hours Cmeaf very f m n ehecreporsannu tier aimmediately to R rouge shmeae in as _ \ 362 I / / /I
N //SITE ntM projxt site far mo ring C IROADSIDE /1 < J) $IOO annuvl gametal permitfrexill be ciargrd \ � �T3f=B /wesnOT haz been 611M om. III \\\ G \\\ -/rDAY GROUND COVER IN DITCH ERE
,I✓!NINl77NlA7mlA1Nl7NY, I
{++��Il VI NINA,,yyIM PIPES HAVE BEEN INSTALLED
,I tttYI�fl11.0r* '"i1:'..... n1191NI."den 1 III R \ ` \ /
\\\ \ 24 / N // \ )
STABILIZATION
`T 1"") TMOWN/HEN THE SOD IS
27 j ,y0 I]DAV GROU D COVER IN DITCH WHERE
m�N )
o GROUND S A U I LI Z A ION wnx THE Sort iPLiro r.AS THE SOD EMOWEB \ \ \ \ ROADSIDE\\\ \ PIPES H�ayE BEEN INSTALLED
SITE AREA STABILIZATION EXCEPTIONS coxmAPPEARANCE OF GOOD SOD Hex \ DITCH ��� \� / ^T6 - /
VICINITY MAP DESCRIPTION TIME FRAME \ \ 1 Ix ,,t /
PERIMETER DIKES, 7 DAYS NONE \ \\ \ I 44, / /
THIS PROJECT IS IN A PUBLIC SUPPLY SWALES, DITCHES ere \ l IQ.'r� /
&SLOPES
WATERSHED(WS-III)AND ALL REQUIREMENTS n,r�»vHEam. \ \ I ,/ I�x ,
HIGH QUALITY 7 DAYS NONE l
REGARDING SENSITIVE AREA -n=coca TMea nrean \ I
WATER ZONES CONSTRUCTION
WATERSHEDS SHOULD BE FOLLOWED HOW re�aam H,. I ENTRANCE DRIVEWAY ��/' f /
(HOW)
wenmmarx \I / PIPE IN DITCH I • /
THIS P OJECT IS IN APUBLI SUPPLY �. �,,,`
g I fv ROADSIDE
SLOPES STEEPER 7 DAYS IF SLOPES ARE 1 WATERSHOD(WSIIp AND ALLR QUIREMENTS �I 70°N.1........:..?
� 3 r �THAN 3:1 10'OR LESS IN R9GARDING SENSITIVy�LoRLEA DITCHLENGTH AND ARE WATE SHEDS SHOULD BE,rOLLOWEDIII 'NOT STEEPER IIIIs CONSTRUCTHAN 21, 14 Pursuant to G.S.113A(3),provisions for permanent ground cover rI \ \\\ENTRANCEsisturbed Ar rsswith a must be a m alend roc ys IVEWAYA SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY DAYS ARE disturbed areas within 14 working days or 60 calendar daysII I IIPE IN DITCH .�NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR ALLOWED (whichever is shorter)followingcompletionofwnstrucfion. o� J ' II ( ,, I \ \ �,,\\_`\"\COMPLETED AS AN EXCEL SPREADSHEET. SLOPES 3:1 OR 14 DAYS 7 DAYS FOR \�AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED hEROSION AND FLATTER SLOPES GREATERb O I C;,SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A THAN 50'IN General Erosion Control Notes 1 Q J1 NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY LENGTH 1.Only the areas shown shall be disturbed. ,L / / ICONSTRUCTIO�I INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE LIMITSSILT FENCEALL OTHER AREAS 14 DAYS NONE(EXCEPT 2.Temporary ground stabilization is required within 7days on all \ �y\ \ \APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING. I • (TYP.) \ 3 ��DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE. WITH SLOPES FOR PERIMETERS areas. I`� ,, ROADSIDE �`\"PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION FLATTER THAN 4:1 AND HOW ZONES) / Pc/ SILTFE CE DITCH33CONTROL PLAN.' c'pI (TYP� \ \ `ON �� _\DATE: PAGE: \/ // I I \ I \ \ \ \ p \ \ NDATE PAGE: C N \S 5 /wane Slt S k/W ttl TE L�_� ce om - - 9eauwemm pmmcnon 'A" 'B' "C' "D" "E' 'F" "G" "H' \ \m_„ e - meyceaubaummd roc _ __ I \ ONS UCTIOAres
�I / 1a'/� I \ MTS \tz n. I stk tTLL;II 4 n'=11.-11: z. snob Wmaoml�n R ll ll `Iii- I R '6^ 1/ 1 mP S' I __ ' / / t (� • I \ u� ` \ \ THIS R ECT IS IN A PUBLIC UPPLV \Mm _- a es I 2 "2 to the desired length su.that g nsre ee°pereaelm I I I+ ` WATERSHED S-III AND ALL REQ IREMENTSStales 11 nd the toe of a IaI R % a6 % 1 f / I REGAR ING SENSITIVE AR A1f I b I ^K \ )N_mON NEURON land a minimum of'Oat alµ)loce % HI f / / J D 1 I WATERSHES SHOULD BE FOL OWEDflat areas should be located g fthe R Hous if ll ous .Llope toI �Hous I ous I ous ous I I ous ____ _
/ WATTLE<O A•Mar.. (O a•Mar.. 11 Nnof me -1 L. j....1i LEI t. IJ •_P T I_%A.I®Lit p I I i._ �a ^.�'$land disturbance.The ends of Me silt
\ I t I �/'1n1 I11- E�aT�r° TTmmttmss��������cc �a-- r mt--a / _ tl WATTL� .1,
W „,W 4 LEGEND Noted �-inch x 2 inch cross section should be driven / .e..�e t• YYY I /N I 1
1 If needed Tree Protection fencing should be installed along the buffer zone,wetland h / a� I
rnmarcurn interval of 4 feet or a maximum interval boundary and/Orround protected trees providing aced us of at least 1.25 feat for each _ _ REINFORCED
/ / /I I /
or Com s of 8 feet dine silt socw din a hen inch oft led ter. - SILT FENCE
.Y..
g tad 4 Mm. "
Wood Mulch
of log t s. - .when SILT FENCE
_ 2.Install Silt Fence n the low elevation sides of each lot.Install Silt Fence outlets sM1own on / OUTLE CONSTRUCTION e / /
UNTRENCHED INSTALLATION sal heavi -TDTD schematioldiagram and field adjusted,if necessary,for placement at low points.III.are 95� LIMITS I '
,...sa,os,,,znn,e....,.creso.,,re.avvr.a,Hw,: concrete blacks shah be us.abnin me silt u contiguous anti have different land owners or builders,ea.lot should have individual Silt REINFORCED /
ISOMETRIC VIEW sock/wattle m rots n in elate during mnonarenre. ...
Fences. - ' / SILT FENCE / /
t.MAINTENANCE,
sock/wattle et least weekly and alter CONSTRUCTION ENTRAN 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with / OUTLET I I
each 1 inch or greater rai.all.Remo. septic system.It is the responsibility of the builder to ensure the installation of sediment / /
central measures does not impact the septic system and repair area(s). REMAINDER OF �� •
Mulch or tom Socks COMPOST SOCK wmu now RATES)15 5s 4.At least one Construction Entrance/Exit is to be installed per lot SCOT 2 TO REMAIN �- / / / ,
for Wrench.so Rea Dexy�no= r2001h (wom.m)(1...m)(6.nrn) 3i,z 2. ante must be replaced it clogged r 5.Waste bins and other areas dedicated for managing building material waste shall be at UNDISTURBED
tam tam least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that REMAINDER OF / /
Shen n wa»y SiN°Lock/T"smm(as) (ie3Fm) (usrm) '41 '00 te�0et s to excessive,
tregeaaxwtm a o 0 other alternative exists.If this separation cannot be achieved,these areas must be \ / LOT 3 TO REMAIN / ,5
pat le loon m) (va m) (Soo m) _ contained behind Silt Fence. / UNDISTURBED / /
x re..R1w 7. ts, t6. 22 . s 6.Inlets downstream of disturbances should be protected;streets should be swept when _
u Rate %tL s m%n mitt m%x %a sediment from time construction activity is presets. ��' / -
a (g4 (t4s (tae (let (374 4 a swmaxn shmmp m �oaveme 7 Details for Silt Fence.Silt Fence Outlets Construction Entrances and other measures are / 1
/m/ml /m/m) /m/m) /m/m) Vm/m) m1..1.as n tam J
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION „r+D JD D provided on additional sheets.Erosion end UT WITentH
control ROADSIDE
DITEH are tdrewnb /
L - - scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES V
/ /
DATE: wve Fenc Filter Fabric PAGE: DATE: PAGE: 350 / /
F
e•Max.Standard Strength ) i /
......� 0•Ma.Extra strength fel.wuoulutWre fence Wire Fence Wire Backf ill trench \ / / / ' /
thoroughly e ract / \ / / / gh1/
(P Steel postma e I - / / •i30/
THIS PROJECT IS IN A POBLIC SUPPLY 330 _
Plastic or to 4°; 1 uralope rad / / / / /WATERSHED(WS-III) GALL REQUIREMENTS
pre ties 4 Mid \�O I / REGARDING ENSITIVE AREA 6�
Ca t ..
'� sa / WATERSHEDS OULD BE FOLLOWED
l ry
QJ'O m \
fe•down aa•ror.am .. taF,onrorr \ \ \
t alone M e trench /
( (
---_______ . ...... (
111 :x
Filter Fabric
1. Construct.° ma lama of standard ao-engmweeta ao-engm synmeba filanmbnhe na IH'ghermmkas caoss seer oxwEw / 1 £� ��'1 6 Mn � \16461,10.55.;01,01,01,0101.111.1.6.1.60 , ( \ \ - - - -\ \ \ \ \ \
3. r impoundP rtavolumebrcfrrom 2.En.re that Me height of the sediment
errItO Mee uous roil cutfailere Of the to the wing/mot the banter tove tarolapnts.phantoms are , a w" • .- '- \ ` -_ \ \ N N ` \ \
e4.Support standard tfaamn me Mer<oth only at a suppre rn.h ort post with 41.minimum overtned securely to the upslope side....ne Me Ewe" 1� j i \ \
.e wire mesh support.the bottomnWti fin fabric
Men strr on upslope i tuna required rsmmeaetey. / - _a�A4 1II. ��N�e /_ \ \ \\ \ ` \ \side of Me fence p..Wire or \ \ \ \
5. of 8 ant lenoe collapse,tear,decompose,
securely Intohegrosub.-Hence
nd a mmmpm m 24 inches.does maxlmuo ssu,ee eesn support supp lab.adv.n `\ / ` •
\ \ \ \
c nip ties should sveamnmum it pound tunsor become i.flective,replace it promptly.
Construction: Maintenance: \ \ \ \ ` \
s.kstee Orenfitterfebrih alter fearectlymperric with 6 footm wmr st orpteee ao ies not Sloan rameeieie of 5p pound tensmie 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01inspect at least once week and after each 1 inch or \
3.Remove sediment
posits as necessary to
vlde
strong.. fence.Ta. material and properly grade it. greater rainfall;make any required repairs immediately. \
7.Excavate the trench aprmsresmty 4 inches wee and a Inches deep along the proposed line of the posts and retepMxundermining dm ee�ewure during adequate 2.Place the l to thes specific de and dimensions shown on the plans,and 2.Maintain the N N \ \ \
upelope from the fencing materials and unstable sediment deposits grave pat grade p the co str ins site.This
to prevent mud ri sediment I
8.w serf fabric along thebotmm and side of the Conch. and stabutze It rme contributing
smooth it. from leaving the construction site.This may require periodic ` N \ \ ' \
properly stabilized. 3.Usei eotexinaga ri carryorder
improvo a iment tabili p or f the er foundation
outlet topdresImmediately
with veep stone. \ \ \ \
co.to 4.Use t e fabrics in hwato improve stability of in locations 3.backed n
rceDl�rr�I apnoea uammrfabna and p Thorough compaction Crme backnll is drainage area has bee geo ex me proves dyo tyremove all objectionable materials spilled,washed or
tt.Do not Ceach 5551 mb0cm exisnnganes. subject to seepage or Rig heater table. tracked onto public roadways. / N
`\ N \ \ N
\ 1
..\NC-Env1r xriermlo.Jpcg SILT FENCE CONSTRUCTION ENTRANCE/EXIT N \ \ \ \ \ \ \
\ `\ �- 1 ` \
\ \ ` ` \
DATE: PAGE: THIS PROJECT IS IN A PUBLIC SUPPLY / \ \ \ \ \ \ \
WATERSHED(WS-III)AND ALL REQUIREMENTS 1 PAGE 1 o f 2
e MIN. - PENCE REGARDING SENSITIVE AREA Z I
WATERSHEDS SHOULD BE FOLLOWED
' .1111111IvIIIIIIII,IIIIIIII 1' TOTAL DISTURBED ACREAGE: 1.93 ACRES
LOT EROSION CONTROL PLAN
LOTS 2 & 3
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
THE WOSTED T i - General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the construction activities on any particular lot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be JOSEPHINE EDMONDS
s relocated on the lotto insure that the potential for sedimentation runoff is eliminated as much aspossible.Silt fences andgravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seeding and mulchingwill be maintained to insure properground stabilizingcover.
HARDWARE CLOTHFRONT VIEW 99 9 P P
MINORSUBDIVISION
�eu Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all
FILTER NO
objectionable materials spilled,washed,or tracked onto public roadways. FOR
WASHED sroNE FENCESTEEL D CLOTH IN TRENCH Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposed fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure
w67� LRS5 FO NOTES: INTO"SOLI GROUND AND HARDWARE that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence at tall times.Take care to not undermine the fence during cleanout operations. O N S I T E HOMES L L C
1.Hardware cloth and gravel should overlay the silt fence at least 12
��spp inches. Sodding-The sod should be properly maintained to insure that the grass take holds in the areas bath secured.The sod should be watered as necessaryto maintain adequate moisture in the root zone and prevent dormant of the sod.The sod should not be mowed to close since this could inhibit adequate growth
`•-0`t•00 2.Stone owetsshould beplacedon low elevation areas of silt fence root P y 9 9 dC q Pe y q 9 GREENWOOD TOWNSHIP MOORE COUNTY
and stabilization of the bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. SCALE: 1"=60' OCTOBER 2023
and based on Held conditions.
MAINTENANCE: Grassing and Mulching The area to receive grassing and mulching should beproperlyfertilized and limed as necessary s an initial step n soil preparation. Once the grassing has been laced,the area should be maintained as needed to insure that WI areas are atin properly.An bare areas should be G RAP HIC SCALE
BURN,.FENCE AND B RV B.OF UPPER E.E OF 1.Per NCG-01,inspect outlet at lest once week and after each 1 inch or 9 9- 9r g g rya p i pr p gr g p germin g pr p y. y
HARDWARE CLOTH FILTER FABRIC w TRENCH greater rainfall event.Complete any required repairs immediately. repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of a permanent grass,then atemporary grassing should be used until the growing season permits the use of a permanent grass. so u 30 60 120 240
2.Freshen stone when sediment accumulation exceeds 6 inches. h = II 11
3.Keep mesh free of debris to provide adequate flow. Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle and any undercutting is to be repaired.Sediment deposits that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height.Removed 11
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
5.Replace stone as needed to facilitate de-watering. ( IN FEET )
..\NC-Envir IN.Hug 1 inch = 60 ft.
dr SILT FENCE OUTLET Reinforced Silt Fence Outlet-Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during oleanout.Remove and replace stone as necessary as it becomes clogged with sediment.Remove all MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized, PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:6/29/2023 2:49 PM LAST PLOTTED:10/11/2023 12:46 PM PLOTTED BY.Dennis Gilbert nornnur:0\CURRENT JOBS\ONSITE HOMES\23-2724-07 JOSEPHIND EDMONDS-EC\PLANS\J EDMONDS MIN SUB)EC-LOTS 2&3.1iWO